ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 22033 | 2010 0812 X | 22033 | Custer | U.S. 183 | BEAVER CREEK | 2010 0812 X | 3-55ft. P/S CONC. BEAM SPANS, SK. 45 DEG. L.F. | 1986 | 35.63135556 | -98.96004722 | 166.995 | 43.002 | — | 3 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22331 BRKEY
22033 NBI No.
22033 On Under
1 Structure No.
2010 0812 X Control No.
010 Lane Ind.
Milepoint
08120 Facility Carried
U.S. 183 Feature Intersected
BEAVER CREEK Division
05 County
039 Location
8.1 MI N JCT I-40 BUS. Sufficiency
89.7 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1986 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
166.995 Deck Width
43.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22033 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-55ft. P/S CONC. BEAM SPANS, SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2010 0812 X H Index
88.717 Latitude
35:37:52.88 Longitude
-98:57:36.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22033 Vault Link
http://plansrv1/bridgemaintvault/b22033 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.63135556 Longitude DD
-98.96004722 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22331 x
-11016182.0654087 y
4250014.30924332 |
|||||||||||||||||||||||||||||||||||||
| 21840 | 6132 0396 X | 21840 | Pittsburg | S.H. 43 | CREEK | 6132 0396 X | (3) 10ft. X 4ft. X 38ft. RCB | 1988 | 34.62449722 | -95.5157 | 31.699 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22322 BRKEY
21840 NBI No.
21840 On Under
1 Structure No.
6132 0396 X Control No.
032 Lane Ind.
Milepoint
03960 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
02 County
121 Location
3.96 NE PUSHMATAHA C/L Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.699 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
640 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21840 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 4ft. X 38ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6132 0396 X H Index
98.2784 Latitude
34:37:28.19 Longitude
-95:30:56.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
106 NBI Text
21840 Vault Link
http://plansrv1/bridgemaintvault/b21840 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.62449722 Longitude DD
-95.5157 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22322 x
-10632759.0867631 y
4112968.18256589 |
|||||||||||||||||||||||||||||||||||||
| 21839 | 6132 0361 X | 21839 | Pittsburg | S.H. 43 | CREEK | 6132 0361 X | (3) 10ft. X 7ft. X 44ft. RCB | 1988 | 34.6226 | -95.52142778 | 32.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22321 BRKEY
21839 NBI No.
21839 On Under
1 Structure No.
6132 0361 X Control No.
032 Lane Ind.
Milepoint
03610 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
02 County
121 Location
3.61 NE PUSHMATAHA C/L Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21839 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 7ft. X 44ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6132 0361 X H Index
98.9925 Latitude
34:37:21.36 Longitude
-95:31:17.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
105 NBI Text
21839 Vault Link
http://plansrv1/bridgemaintvault/b21839 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.6226 Longitude DD
-95.52142778 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22321 x
-10633396.7003161 y
4112711.53313551 |
|||||||||||||||||||||||||||||||||||||
| 21838 | 6423 0344 X | 21838 | Pushmataha | S.H. 43 | CREEK | 6423 0344 X | (3) 10ft. X 6ft. X 40.5ft. LONG RCB | 1988 | 34.57464167 | -95.61445278 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22320 BRKEY
21838 NBI No.
21838 On Under
1 Structure No.
6423 0344 X Control No.
023 Lane Ind.
Milepoint
03440 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
02 County
127 Location
3.44 E ATOKA C/L Sufficiency
91.5 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2042 Bypass Detour
89.99977 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21838 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 6ft. X 40.5ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6423 0344 X H Index
99.4545 Latitude
34:34:28.71 Longitude
-95:36:52.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
105 NBI Text
21838 Vault Link
http://plansrv1/bridgemaintvault/b21838 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.57464167 Longitude DD
-95.61445278 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22320 x
-10643752.1959471 y
4106225.84165754 |
|||||||||||||||||||||||||||||||||||||
| 21837 | 6132 0286 X | 21837 | Pittsburg | S.H. 43 | ROCK CREEK | 6132 0286 X | (3) 12ft. X 10ft. X 50ft. RCB | 1988 | 34.61720278 | -95.53263056 | 37.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22319 BRKEY
21837 NBI No.
21837 On Under
1 Structure No.
6132 0286 X Control No.
032 Lane Ind.
Milepoint
02860 Facility Carried
S.H. 43 Feature Intersected
ROCK CREEK Division
02 County
121 Location
2.86 NE PUSHMATAHA C/L Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
37.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21837 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 12ft. X 10ft. X 50ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6132 0286 X H Index
92.8931 Latitude
34:37:01.93 Longitude
-95:31:57.47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
104 NBI Text
21837 Vault Link
http://plansrv1/bridgemaintvault/b21837 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.61720278 Longitude DD
-95.53263056 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22319 x
-10634643.7880811 y
4111981.4477669 |
|||||||||||||||||||||||||||||||||||||
| 21836 | 6132 0194 X | 21836 | Pittsburg | S.H. 43 | CREEK | 6132 0194 X | (3) 10ft. X 4ft. X 43ft. RCB | 1988 | 34.60862222 | -95.54485278 | 31.499 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22318 BRKEY
21836 NBI No.
21836 On Under
1 Structure No.
6132 0194 X Control No.
032 Lane Ind.
Milepoint
01940 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
02 County
121 Location
1.94 NE PUSHMATAHA C/L Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
31.499 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21836 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 4ft. X 43ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6132 0194 X H Index
99.7423 Latitude
34:36:31.04 Longitude
-95:32:41.47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
102 NBI Text
21836 Vault Link
http://plansrv1/bridgemaintvault/b21836 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.60862222 Longitude DD
-95.54485278 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22318 x
-10636004.3593879 y
4110820.84770438 |
|||||||||||||||||||||||||||||||||||||
| 21835 | 7290 0122 X | 21835 | Tulsa | S.H. 11 | CREEK | 7290 0122 X | 3-10X5X172 RCBOX | 1988 | 36.19906944 | -95.92993889 | 33.136 | 0 | — | 3 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 25700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22317 BRKEY
21835 NBI No.
21835 On Under
1 Structure No.
7290 0122 X Control No.
090 Lane Ind.
Milepoint
01220 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
08 County
143 Location
1.1 MI E US 75 Sufficiency
72.6 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1988 ADT Total
25700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
AG Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.2 HS Inv. Rating Method
1 HS Inv. Method
30.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
41120 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21835 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X5X172 RCBOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7290 0122 X H Index
100 Latitude
36:11:56.65 Longitude
-95:55:47.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21835 Vault Link
http://plansrv1/bridgemaintvault/b21835 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.19906944 Longitude DD
-95.92993889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22317 x
-10678871.9490646 y
4328047.70609831 |
|||||||||||||||||||||||||||||||||||||
| 21930 | 6420 0862 X | 21930 | Pushmataha | S.H. 144 (IRR) | PALEY CREEK | 6420 0862 X | (4) 15ft. X 9ft. X 46ft. LONG RCB | 1988 | 34.48995 | -95.14645 | 65 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 270 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22304 BRKEY
21930 NBI No.
21930 On Under
1 Structure No.
6420 0862 X Control No.
020 Lane Ind.
Milepoint
08620 Facility Carried
S.H. 144 (IRR) Feature Intersected
PALEY CREEK Division
02 County
127 Location
8.62 E JCT US-271 Sufficiency
97.9 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
270 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
65 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
432 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21930 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(4) 15ft. X 9ft. X 46ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 0862 X H Index
91.1138 Latitude
34:29:23.82 Longitude
-95:08:47.22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 144 (IRR) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
092 NBI Text
21930 Vault Link
http://plansrv1/bridgemaintvault/b21930 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.48995 Longitude DD
-95.14645 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22304 x
-10591654.3647877 y
4094781.61063355 |
|||||||||||||||||||||||||||||||||||||
| 21929 | 6357 0433 X | 21929 | Pottawatomie | S.H. 59B | CREEK | 6357 0433 X | 60ft. PRESTRESSED CONC | 1988 | 35.14519167 | -96.97794167 | 62.992 | 34.121 | — | 1 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 870 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22303 BRKEY
21929 NBI No.
21929 On Under
1 Structure No.
6357 0433 X Control No.
057 Lane Ind.
Milepoint
04330 Facility Carried
S.H. 59B Feature Intersected
CREEK Division
03 County
125 Location
4.3 MI E SH 102 Sufficiency
98.7 Kind Hwy
3 Level Service
1 Route No.
0059B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
870 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
62.992 Deck Width
34.121 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.3 HS Inv. Rating Method
1 HS Inv. Method
34.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1392 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21929 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. PRESTRESSED CONC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6357 0433 X H Index
89.5105 Latitude
35:08:42.69 Longitude
-96:58:40.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59B Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21929 Vault Link
http://plansrv1/bridgemaintvault/b21929 GIS FO/SD
Meets Standards H Inv. Method
26.5 Latitude DD
35.14519167 Longitude DD
-96.97794167 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22303 x
-10795535.0848842 y
4183629.65904756 |
|||||||||||||||||||||||||||||||||||||
| 21928 | 7024 0379 X | 21928 | Texas | S.H. 3 | DRY CREEK | 7024 0379 X | (13-17-17-13)X8X86.4ft. RCB W/ 3ft. CW(DS) | 1988 | 36.61638333 | -101.17502222 | 62.992 | 86.401 | — | 4 | 0 | 2 | 84.4 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22302 BRKEY
21928 NBI No.
21928 On Under
1 Structure No.
7024 0379 X Control No.
024 Lane Ind.
Milepoint
03790 Facility Carried
S.H. 3 Feature Intersected
DRY CREEK Division
06 County
139 Location
3.8 MI E JCT SH 94 Sufficiency
93.1 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
84.4 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1988 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
84.4 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
62.992 Deck Width
86.401 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21928 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13-17-17-13)X8X86.4ft. RCB W/ 3ft. CW(DS) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7024 0379 X H Index
95.1358 Latitude
36:36:58.98 Longitude
-101:10:30.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21928 Vault Link
http://plansrv1/bridgemaintvault/b21928 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.61638333 Longitude DD
-101.17502222 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22302 x
-11262751.9545285 y
4385769.61148749 |
|||||||||||||||||||||||||||||||||||||
| 21927 | 6357 0278 X | 21927 | Pottawatomie | S.H. 59B | CREEK | 6357 0278 X | 60ft. PRESTRESSED CONC | 1988 | 35.14519167 | -97.00528333 | 62.992 | 34.121 | — | 1 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22301 BRKEY
21927 NBI No.
21927 On Under
1 Structure No.
6357 0278 X Control No.
057 Lane Ind.
Milepoint
02780 Facility Carried
S.H. 59B Feature Intersected
CREEK Division
03 County
125 Location
2.7 MI E SH 102 Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
0059B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
62.992 Deck Width
34.121 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.3 HS Inv. Rating Method
1 HS Inv. Method
34.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21927 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. PRESTRESSED CONC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6357 0278 X H Index
98.7348 Latitude
35:08:42.69 Longitude
-97:00:19.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59B Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21927 Vault Link
http://plansrv1/bridgemaintvault/b21927 GIS FO/SD
Meets Standards H Inv. Method
26.5 Latitude DD
35.14519167 Longitude DD
-97.00528333 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22301 x
-10798578.7445528 y
4183629.65904756 |
|||||||||||||||||||||||||||||||||||||
| 21926 | 6357 0199 X | 21926 | Pottawatomie | S.H. 59B | SAND CREEK | 6357 0199 X | 60ft. PRESTRESSED CONC | 1988 | 35.14513333 | -97.01941389 | 62.992 | 34.121 | — | 1 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 660 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22300 BRKEY
21926 NBI No.
21926 On Under
1 Structure No.
6357 0199 X Control No.
057 Lane Ind.
Milepoint
01990 Facility Carried
S.H. 59B Feature Intersected
SAND CREEK Division
03 County
125 Location
2.0 MI E SH 102 Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
0059B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
660 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
62.992 Deck Width
34.121 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.3 HS Inv. Rating Method
1 HS Inv. Method
34.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1056 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21926 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. PRESTRESSED CONC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6357 0199 X H Index
97.2895 Latitude
35:08:42.48 Longitude
-97:01:09.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59B Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
21926 Vault Link
http://plansrv1/bridgemaintvault/b21926 GIS FO/SD
Meets Standards H Inv. Method
26.5 Latitude DD
35.14513333 Longitude DD
-97.01941389 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22300 x
-10800151.7512966 y
4183621.71675935 |
|||||||||||||||||||||||||||||||||||||
| 21925 | 6423 0073 X | 21925 | Pushmataha | S.H. 43 | COLE CREEK | 6423 0073 X | (6) 10ft. X 7ft. X 43ft. LONG RCB | 1988 | 34.56488333 | -95.67033889 | 67.001 | 0 | — | 6 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22299 BRKEY
21925 NBI No.
21925 On Under
1 Structure No.
6423 0073 X Control No.
023 Lane Ind.
Milepoint
00730 Facility Carried
S.H. 43 Feature Intersected
COLE CREEK Division
02 County
127 Location
0.73 E ATOKA C/L Sufficiency
91.5 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.999 Span Type Main
M Material
1 - Concrete Design
19 Length
67.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.8 HS Inv. Rating Method
1 HS Inv. Method
50.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2042 Bypass Detour
89.99977 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21925 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(6) 10ft. X 7ft. X 43ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6423 0073 X H Index
99.612 Latitude
34:33:53.58 Longitude
-95:40:13.22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
101 NBI Text
21925 Vault Link
http://plansrv1/bridgemaintvault/b21925 GIS FO/SD
Meets Standards H Inv. Method
27.9 Latitude DD
34.56488333 Longitude DD
-95.67033889 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22299 x
-10649973.4092547 y
4104906.62129953 |
|||||||||||||||||||||||||||||||||||||
| 21833 | 1822 0725 X | 21833 | Craig | S.H. 25 | CREEK | 1822 0725 X | 3-11ft.X 6ft.X 47ft. R.C.B | 1988 | 36.80114167 | -95.01520278 | 39.042 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 640 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22297 BRKEY
21833 NBI No.
21833 On Under
1 Structure No.
1822 0725 X Control No.
022 Lane Ind.
Milepoint
07250 Facility Carried
S.H. 25 Feature Intersected
CREEK Division
08 County
035 Location
3.2 MI.E. OF BLUEJACKET Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00025 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
640 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1024 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21833 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-11ft.X 6ft.X 47ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1822 0725 X H Index
99.0645 Latitude
36:48:04.11 Longitude
-95:00:54.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 25 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21833 Vault Link
http://plansrv1/bridgemaintvault/b21833 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.80114167 Longitude DD
-95.01520278 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22297 x
-10577043.9910892 y
4411424.62899773 |
|||||||||||||||||||||||||||||||||||||
| 22022 | 7702 0145 X | 22022 | Woodward | U.S. 183 | DEEP CREEK | 7702 0145 X | 3-50ft. PRESTRESSED CONC BM SPANS | 1988 | 36.178328 | -98.979617 | 149.934 | 58.071 | — | 3 | 0 | 4 | 56.102 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.1 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22284 BRKEY
22022 NBI No.
22022 On Under
1 Structure No.
7702 0145 X Control No.
002 Lane Ind.
Milepoint
01450 Facility Carried
U.S. 183 Feature Intersected
DEEP CREEK Division
06 County
153 Location
1.2 MI NW MAJOR C/L Sufficiency
86.1 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
55.774 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1988 ADT Total
4200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
56.102 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
149.934 Deck Width
58.071 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.2 HS Inv. Rating Method
1 HS Inv. Method
38.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
22022 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7702 0145 X H Index
91.352 Latitude
36:10:41.98 Longitude
-98:58:46.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
22022 Vault Link
http://plansrv1/bridgemaintvault/b22022 GIS FO/SD
Meets Standards H Inv. Method
29.2 Latitude DD
36.178328 Longitude DD
-98.979617 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22284 x
-11018360.5633532 y
4325186.854946 |
|||||||||||||||||||||||||||||||||||||
| 22013 | 6031 0920 X | 22013 | Payne | U.S. 177 | LONG BRANCH CREEK | 6031 0920 X | 40ft.-50ft.-40ft. PRESTRESSED CONC BM SPANS W/ TR-1 RAILINGS | 1988 | 36.23490833 | -97.06985278 | 131.89 | 46.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | Fair (5) | Good (7) | Very good (8) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22257 BRKEY
22013 NBI No.
22013 On Under
1 Structure No.
6031 0920 X Control No.
031 Lane Ind.
Milepoint
09200 Facility Carried
U.S. 177 Feature Intersected
LONG BRANCH CREEK Division
04 County
119 Location
0.8 MI S NOBLE C/L Sufficiency
81.7 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1988 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
131.89 Deck Width
46.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
86.4 HS Inv. Rating Method
3 HS Inv. Method
62.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9920 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
22013 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-50ft.-40ft. PRESTRESSED CONC BM SPANS W/ TR-1 RAILINGS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6031 0920 X H Index
98.0206 Latitude
36:14:05.67 Longitude
-97:04:11.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22013 Vault Link
http://plansrv1/bridgemaintvault/b22013 GIS FO/SD
Meets Standards H Inv. Method
62.2 Latitude DD
36.23490833 Longitude DD
-97.06985278 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
22257 x
-10805766.5828476 y
4332992.72410637 |
|||||||||||||||||||||||||||||||||||||
| 21913 | 0317 2298 X | 21913 | Atoka | S.H. 43 | FOBB CREEK | 0317 2298 X | (4) 12ft. X 8ft. X 43ft. LONG RCB | 1988 | 34.56163056 | -95.68386667 | 52.999 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22251 BRKEY
21913 NBI No.
21913 On Under
1 Structure No.
0317 2298 X Control No.
017 Lane Ind.
Milepoint
22980 Facility Carried
S.H. 43 Feature Intersected
FOBB CREEK Division
02 County
005 Location
22.98 E JCT US-69 Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
480 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
52.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21913 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(4) 12ft. X 8ft. X 43ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 2298 X H Index
66.9993 Latitude
34:33:41.87 Longitude
-95:41:01.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
78 NBI Text
21913 Vault Link
http://plansrv1/bridgemaintvault/b21913 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.56163056 Longitude DD
-95.68386667 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22251 x
-10651479.3148359 y
4104466.9169326 |
|||||||||||||||||||||||||||||||||||||
| 22099 | 6202 1058WX | 22099 | Pontotoc | S.H. 3E/U.S.377 | S. CANADIAN RIVER | 6202 0000WX | 11-100ft. PC BMS | 1988 | 34.9344 | -96.68358056 | 1101 | 40 | — | 11 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2550 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22244 BRKEY
22099 NBI No.
22099 On Under
1 Structure No.
6202 1058WX Control No.
002 Lane Ind.
W Milepoint
10580 Facility Carried
S.H. 3E/U.S.377 Feature Intersected
S. CANADIAN RIVER Division
03 County
123 Location
11.4 MI N ADA Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
0003E Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1988 ADT Total
2550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
11 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1101 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.5 HS Inv. Rating Method
1 HS Inv. Method
43.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4080 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22099 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
11-100ft. PC BMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6202 0000WX H Index
97.8647 Latitude
34:56:03.84 Longitude
-96:41:00.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3E Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
22099 Vault Link
http://plansrv1/bridgemaintvault/b22099 GIS FO/SD
Meets Standards H Inv. Method
29.5 Latitude DD
34.9344 Longitude DD
-96.68358056 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22244 x
-10762766.9560096 y
4154969.93569954 |
|||||||||||||||||||||||||||||||||||||
| 22097 | 7290 0037NX | 22097 | Tulsa | S.H. 11 WB | HARVARD ST & R.R. UNDER | 7290 0037NX | 11 PCBM SPANS | 1988 | 36.19958611 | -95.94333056 | 1005.906 | 70.866 | — | 11 | 52 | 3 | 67.913 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 14600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22242 BRKEY
22097 NBI No.
22097 On Under
1 Structure No.
7290 0037NX Control No.
090 Lane Ind.
N Milepoint
00370 Facility Carried
S.H. 11 WB Feature Intersected
HARVARD ST & R.R. UNDER Division
08 County
143 Location
0.3 MI E US 75 Sufficiency
95.6 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
67.913 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1988 ADT Total
14600 ADT Year
2022 Design Load
HS 20 Skew
52 No. Main Spans
11 Road Width
67.913 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
68 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1005.906 Deck Width
70.866 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78.6 HS Inv. Rating Method
1 HS Inv. Method
30.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23360 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1800 Min Measured Clearance
1611 NBI Rating
22097 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
11 PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7290 0037NX H Index
98.068 Latitude
36:11:58.51 Longitude
-95:56:35.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 11 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22097 Vault Link
http://plansrv1/bridgemaintvault/b22097 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.19958611 Longitude DD
-95.94333056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22242 x
-10680362.7029499 y
4328118.97967468 |
|||||||||||||||||||||||||||||||||||||
| 22096 | 5515 0585WXR | 22096 | Oklahoma | I-35 RAMP S-W-N | I-35 E-S/ I-40 WB UNDER | 5515 0585WX | (146ft.-122ft.-132ft. CONT)(203ft.-231ft. CONT)110ft. PLATE GIRDER VAR. SKEW, 4.5 DEG. LT CURVE | 1988 | 35.461628 | -97.492367 | 967.792 | 71.001 | — | 5 | 45 | 4 | 67.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 25000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22241 BRKEY
22096 NBI No.
22096 On Under
1 Structure No.
5515 0585WXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-35 RAMP S-W-N Feature Intersected
I-35 E-S/ I-40 WB UNDER Division
04 County
109 Location
6 MI N CLEVELAND CO Sufficiency
85 Kind Hwy
1 Level Service
7 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1988 ADT Total
25000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
5 Road Width
67.999 Ref. Underclearance Rt.
H Underclearance Right
12.011 Underclearance Left
13.009 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
967.792 Deck Width
71.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
40000 Future ADT Year
2042 Bypass Detour
9.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
1800 Min Measured Clearance
1706 NBI Rating
22096 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(146ft.-122ft.-132ft. CONT)(203ft.-231ft. CONT)110ft. PLATE GIRDER VAR. SKEW, 4.5 DEG. LT CURVE Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0585WX H Index
93.2554 Latitude
35:27:41.86 Longitude
-97:29:32.52 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
I-35 RAMP S-W-N Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
22096 Vault Link
http://plansrv1/bridgemaintvault/b22096 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
35.461628 Longitude DD
-97.492367 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22241 x
-10852800.6506709 y
4226792.85317321 |
|||||||||||||||||||||||||||||||||||||
| 22095 | 7024 1215 X | 22095 | Texas | S.H. 3 | PALO DURO CREEK | 7024 1215 X | 8-100ft. PCBM SPS SK 60RF | 1988 | 36.61648056 | -101.02542778 | 800 | 46 | — | 8 | 30 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22240 BRKEY
22095 NBI No.
22095 On Under
1 Structure No.
7024 1215 X Control No.
024 Lane Ind.
Milepoint
12150 Facility Carried
S.H. 3 Feature Intersected
PALO DURO CREEK Division
06 County
139 Location
3.6 MI W BEAVER CO Sufficiency
93.9 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1988 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
8 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
800 Deck Width
46 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87.4 HS Inv. Rating Method
1 HS Inv. Method
36.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22095 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-100ft. PCBM SPS SK 60RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7024 1215 X H Index
96.3212 Latitude
36:36:59.33 Longitude
-101:01:31.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22095 Vault Link
http://plansrv1/bridgemaintvault/b22095 GIS FO/SD
Meets Standards H Inv. Method
24.8 Latitude DD
36.61648056 Longitude DD
-101.02542778 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22240 x
-11246099.1776422 y
4385783.09637127 |
|||||||||||||||||||||||||||||||||||||
| 22008 | 4405 2536WX | 22008 | McClain | I-35 | S. CANADIAN O'FLOW | 4405 2536WX | 3-40ft. PRESTRESSED CO | 1988 | 35.18391944 | -97.49304167 | 120.079 | 55.118 | — | 3 | 0 | 2 | 51.837 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 28100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22235 BRKEY
22008 NBI No.
22008 On Under
1 Structure No.
4405 2536WX Control No.
005 Lane Ind.
W Milepoint
25360 Facility Carried
I-35 Feature Intersected
S. CANADIAN O'FLOW Division
03 County
087 Location
.3 MI S CLEV. C/L Sufficiency
97.8 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1988 ADT Total
28100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
51.837 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120.079 Deck Width
55.118 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
44960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22008 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 2536WX H Index
99.1653 Latitude
35:11:02.11 Longitude
-97:29:34.95 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22008 Vault Link
http://plansrv1/bridgemaintvault/b22008 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.18391944 Longitude DD
-97.49304167 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22235 x
-10852875.7545918 y
4188903.23550621 |
|||||||||||||||||||||||||||||||||||||
| 22007 | 4405 2536EX | 22007 | McClain | I-35 | S. CANADIAN O'FLOW | 4405 2536EX | 3-40ft. PRESTRESSED CO | 1988 | 35.18341111 | -97.49284444 | 120.079 | 66.929 | — | 3 | 0 | 2 | 63.976 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 27750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22234 BRKEY
22007 NBI No.
22007 On Under
1 Structure No.
4405 2536EX Control No.
005 Lane Ind.
E Milepoint
25360 Facility Carried
I-35 Feature Intersected
S. CANADIAN O'FLOW Division
03 County
087 Location
.3 MI S CLEV. C/L Sufficiency
97.8 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
63.976 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1988 ADT Total
27750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
63.976 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120.079 Deck Width
66.929 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
44400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22007 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 2536EX H Index
98.3505 Latitude
35:11:00.28 Longitude
-97:29:34.24 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22007 Vault Link
http://plansrv1/bridgemaintvault/b22007 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.18341111 Longitude DD
-97.49284444 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22234 x
-10852853.7990486 y
4188833.99973039 |
|||||||||||||||||||||||||||||||||||||
| 21912 | 5569 1004 X | 21912 | Oklahoma | I-40 | CREEK | 5569 1004 X | 4-12ft.X10ft.X 651ft. TO 3-12ft.X10ft. X 270ft. RCB SKEW VARIES | 1988 | 35.46213333 | -97.49747222 | 74.003 | 0 | — | 4 | 99 | 11 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 107300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22233 BRKEY
21912 NBI No.
21912 On Under
1 Structure No.
5569 1004 X Control No.
069 Lane Ind.
Milepoint
10040 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
109 Location
4.3 MI E OF MAY AVE Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1988 ADT Total
107300 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
11 Fill RCB
3 Appr. Roadway Width
108.002 Span Type Main
M Material
1 - Concrete Design
19 Length
74.003 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
9 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
171680 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
21912 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-12ft.X10ft.X 651ft. TO 3-12ft.X10ft. X 270ft. RCB SKEW VARIES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5569 1004 X H Index
99.775 Latitude
35:27:43.68 Longitude
-97:29:50.9 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21912 Vault Link
http://plansrv1/bridgemaintvault/b21912 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.46213333 Longitude DD
-97.49747222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22233 x
-10853368.9611617 y
4226861.91758321 |
|||||||||||||||||||||||||||||||||||||
| 21911 | 6423 0597 X | 21911 | Pushmataha | S.H. 43 | CLEAR CREEK | 6423 0597 X | (4) 12ft. X 10ft. X 59.5ft. LONG RCB | 1988 | 34.59017778 | -95.57628056 | 52.999 | 0 | — | 5 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22232 BRKEY
21911 NBI No.
21911 On Under
1 Structure No.
6423 0597 X Control No.
023 Lane Ind.
Milepoint
05970 Facility Carried
S.H. 43 Feature Intersected
CLEAR CREEK Division
02 County
127 Location
5.97 E ATOKA C/L Sufficiency
91.5 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
57.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
52.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2042 Bypass Detour
89.99977 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21911 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(4) 12ft. X 10ft. X 59.5ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6423 0597 X H Index
99.4463 Latitude
34:35:24.64 Longitude
-95:34:34.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
110 NBI Text
21911 Vault Link
http://plansrv1/bridgemaintvault/b21911 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.59017778 Longitude DD
-95.57628056 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22232 x
-10639502.8838542 y
4108326.47261418 |
|||||||||||||||||||||||||||||||||||||
| 21910 | 6423 0255 X | 21910 | Pushmataha | S.H. 43 | CREEK | 6423 0255 X | (5) 10ft. X 3ft. X 41ft. LONG RCB | 1988 | 34.56919722 | -95.62853889 | 56.001 | 0 | — | 5 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22231 BRKEY
21910 NBI No.
21910 On Under
1 Structure No.
6423 0255 X Control No.
023 Lane Ind.
Milepoint
02550 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
02 County
127 Location
2.55 E ATOKA C/L Sufficiency
85.4 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
56.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.9 HS Inv. Rating Method
1 HS Inv. Method
28.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2042 Bypass Detour
89.99977 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21910 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(5) 10ft. X 3ft. X 41ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6423 0255 X H Index
99.512 Latitude
34:34:09.11 Longitude
-95:37:42.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
103 NBI Text
21910 Vault Link
http://plansrv1/bridgemaintvault/b21910 GIS FO/SD
Meets Standards H Inv. Method
15.5 Latitude DD
34.56919722 Longitude DD
-95.62853889 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22231 x
-10645320.2545396 y
4105489.79273997 |
|||||||||||||||||||||||||||||||||||||
| 21909 | 6423 0149 X | 21909 | Pushmataha | S.H. 43 | CREEK | 6423 0149 X | (5) 10ft. X 4ft. X 41ft. LONG RCB | 1988 | 34.56478889 | -95.64588889 | 56.001 | 0 | — | 5 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.5 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22230 BRKEY
21909 NBI No.
21909 On Under
1 Structure No.
6423 0149 X Control No.
023 Lane Ind.
Milepoint
01490 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
02 County
127 Location
1.49 E ATOKA C/L Sufficiency
91.5 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
56.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.9 HS Inv. Rating Method
1 HS Inv. Method
48.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2042 Bypass Detour
89.99977 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21909 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(5) 10ft. X 4ft. X 41ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6423 0149 X H Index
100 Latitude
34:33:53.24 Longitude
-95:38:45.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
102 NBI Text
21909 Vault Link
http://plansrv1/bridgemaintvault/b21909 GIS FO/SD
Meets Standards H Inv. Method
26.9 Latitude DD
34.56478889 Longitude DD
-95.64588889 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22230 x
-10647251.6477048 y
4104893.85480547 |
|||||||||||||||||||||||||||||||||||||
| 22093 | 7206 0429 X | 22093 | Tulsa | U.S. 64 | ARKANSAS RIVER OFLOW | 7206 0429 X | 8-90ft. PRESTRESSED CO | 1988 | 35.96097222 | -95.88649167 | 721 | 59 | — | 8 | 0 | 4 | 56 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 15400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22220 BRKEY
22093 NBI No.
22093 On Under
1 Structure No.
7206 0429 X Control No.
006 Lane Ind.
Milepoint
04290 Facility Carried
U.S. 64 Feature Intersected
ARKANSAS RIVER OFLOW Division
08 County
143 Location
4.2 MI S OF TURNPIKE Sufficiency
84 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
9 Vertical Clearance
Y Horizontal Clearance
56 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1988 ADT Total
15400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
56 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
52 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
721 Deck Width
59 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93.6 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24640 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0903 Max Measured Clearance
0908 Min Measured Clearance
0907 NBI Rating
22093 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-90ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7206 0429 X H Index
97.5978 Latitude
35:57:39.5 Longitude
-95:53:11.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
22093 Vault Link
http://plansrv1/bridgemaintvault/b22093 GIS FO/SD
Meets Standards H Inv. Method
32.8 Latitude DD
35.96097222 Longitude DD
-95.88649167 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
22220 x
-10674035.4266579 y
4295252.5376808 |
|||||||||||||||||||||||||||||||||||||
| 22091 | 7702 1365NX | 22091 | Woodward | U.S. 183 | PERSIMMON CREEK | 7702 1365 X | 2-50ft.,40ft.,9-50ft. PRES | 1988 | 36.261072 | -99.172319 | 590.879 | 45.932 | — | 12 | 0 | 2 | 43.963 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1950 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22218 BRKEY
22091 NBI No.
22091 On Under
1 Structure No.
7702 1365NX Control No.
002 Lane Ind.
N Milepoint
13650 Facility Carried
U.S. 183 Feature Intersected
PERSIMMON CREEK Division
06 County
153 Location
5.0 MI SE JCT SH 50 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1988 ADT Total
1950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
12 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
590.879 Deck Width
45.932 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.9 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3120 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
22091 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-50ft.,40ft.,9-50ft. PRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7702 1365 X H Index
99.1182 Latitude
36:15:39.86 Longitude
-99:10:20.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22091 Vault Link
http://plansrv1/bridgemaintvault/b22091 GIS FO/SD
Meets Standards H Inv. Method
28.1 Latitude DD
36.261072 Longitude DD
-99.172319 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22218 x
-11039812.0518681 y
4336604.19543506 |
|||||||||||||||||||||||||||||||||||||
| 22090 | 7290 0262 X | 22090 | Tulsa | APACHE ST. | S.H. 11 UNDER | 7290 0262 X | 2 PLTGRDR,2PCBM SPAN | 1988 | 36.191667 | -95.910278 | 454.068 | 63.832 | — | 2 | 56 | 4 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22217 BRKEY
22090 NBI No.
22090 On Under
1 Structure No.
7290 0262 X Control No.
Lane Ind.
Milepoint
Facility Carried
APACHE ST. Feature Intersected
S.H. 11 UNDER Division
08 County
143 Location
2.3 MI E US 75 Sufficiency
92.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
62.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1988 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
56 No. Main Spans
2 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
47.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
454.068 Deck Width
63.832 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1610 Min Measured Clearance
1607 NBI Rating
22090 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
6.001 Rt. Curb SW
6.001 Description
2 PLTGRDR,2PCBM SPAN Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7290 0262 X H Index
95.6069 Latitude
36:11:30 Longitude
-95:54:37 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
APACHE ST Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22090 Vault Link
http://plansrv1/bridgemaintvault/b22090 GIS FO/SD
FO H Inv. Method
25 Latitude DD
36.191667 Longitude DD
-95.910278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
22217 x
-10676683.3088013 y
4327026.60618663 |
|||||||||||||||||||||||||||||||||||||
| 22006 | 6420 1140 X | 22006 | Pushmataha | S.H. 144 (IRR) | CREEK | 6420 1140 X | (4) 30ft. CONCRETE SLAB | 1988 | 34.51047778 | -95.10785 | 120 | 33.999 | — | 4 | 0 | 2 | 32.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 270 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22215 BRKEY
22006 NBI No.
22006 On Under
1 Structure No.
6420 1140 X Control No.
020 Lane Ind.
Milepoint
11400 Facility Carried
S.H. 144 (IRR) Feature Intersected
CREEK Division
02 County
127 Location
11.40 E JCT US-271 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
270 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
01 Length
120 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.2 HS Inv. Rating Method
1 HS Inv. Method
42.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
432 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22006 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(4) 30ft. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 1140 X H Index
98.3873 Latitude
34:30:37.72 Longitude
-95:06:28.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 144 (IRR) Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
095 NBI Text
22006 Vault Link
http://plansrv1/bridgemaintvault/b22006 GIS FO/SD
Meets Standards H Inv. Method
26.4 Latitude DD
34.51047778 Longitude DD
-95.10785 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22215 x
-10587357.432443 y
4097554.42374761 |
|||||||||||||||||||||||||||||||||||||
| 22103 | 6029 0018WX | 22103 | Payne | I-35 SB | CIMARRON RIVER O'FLOW | 6029 0018WX | 17-80ft. PRESTRESSED CONC BM SPANS SK.30 DEG. RF | 1989 | 35.990675 | -97.35233889 | 1364.062 | 42.3 | — | 17 | 30 | 2 | 39.301 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 10150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22196 BRKEY
22103 NBI No.
22103 On Under
1 Structure No.
6029 0018WX Control No.
029 Lane Ind.
W Milepoint
00180 Facility Carried
I-35 SB Feature Intersected
CIMARRON RIVER O'FLOW Division
04 County
119 Location
0.2 MI N LOGAN C/L Sufficiency
86.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
39.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1989 ADT Total
10150 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
17 Road Width
39.301 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1364.062 Deck Width
42.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.7 HS Inv. Rating Method
3 HS Inv. Method
45.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
22103 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
17-80ft. PRESTRESSED CONC BM SPANS SK.30 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6029 0018WX H Index
94.1835 Latitude
35:59:26.43 Longitude
-97:21:08.42 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
22103 Vault Link
http://plansrv1/bridgemaintvault/b22103 GIS FO/SD
Meets Standards H Inv. Method
45.1 Latitude DD
35.990675 Longitude DD
-97.35233889 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22196 x
-10837212.792769 y
4299338.34227446 |
|||||||||||||||||||||||||||||||||||||
| 22102 | 6029 0018EX | 22102 | Payne | I-35 NB | CIMARRON RIVER O'FLOW | 6029 0018EX | 17-80ft. PRESTRESSED CONC. BM. SPANS SK. 60 DEG. RF | 1989 | 35.99080278 | -97.35194444 | 1364.062 | 42.3 | — | 17 | 30 | 2 | 39.301 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 10150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22195 BRKEY
22102 NBI No.
22102 On Under
1 Structure No.
6029 0018EX Control No.
029 Lane Ind.
E Milepoint
00180 Facility Carried
I-35 NB Feature Intersected
CIMARRON RIVER O'FLOW Division
04 County
119 Location
0.2 MI N LOGAN C/L Sufficiency
86.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
39.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1989 ADT Total
10150 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
17 Road Width
39.301 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1364.062 Deck Width
42.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.7 HS Inv. Rating Method
3 HS Inv. Method
45.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
22102 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
17-80ft. PRESTRESSED CONC. BM. SPANS SK. 60 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6029 0018EX H Index
92.1376 Latitude
35:59:26.89 Longitude
-97:21:07 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
22102 Vault Link
http://plansrv1/bridgemaintvault/b22102 GIS FO/SD
Meets Standards H Inv. Method
45.1 Latitude DD
35.99080278 Longitude DD
-97.35194444 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22195 x
-10837168.8827959 y
4299355.92254107 |
|||||||||||||||||||||||||||||||||||||
| 22101 | 7010 2007 X | 22101 | Texas | U.S. 64 | BEAVER RIVER | 7010 2007 X | 2-70ft.,10-100ft. PCBM SPS | 1988 | 36.72357222 | -101.49052778 | 1141 | 46 | — | 12 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.9 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22194 BRKEY
22101 NBI No.
22101 On Under
1 Structure No.
7010 2007 X Control No.
010 Lane Ind.
Milepoint
20070 Facility Carried
U.S. 64 Feature Intersected
BEAVER RIVER Division
06 County
139 Location
3.2 MI N JCT US 54 Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1988 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
12 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1141 Deck Width
46 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.7 HS Inv. Rating Method
1 HS Inv. Method
34.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22101 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-70ft.,10-100ft. PCBM SPS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7010 2007 X H Index
88.7598 Latitude
36:43:24.86 Longitude
-101:29:25.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22101 Vault Link
http://plansrv1/bridgemaintvault/b22101 GIS FO/SD
Meets Standards H Inv. Method
23.6 Latitude DD
36.72357222 Longitude DD
-101.49052778 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22194 x
-11297873.8728102 y
4400646.04173014 |
|||||||||||||||||||||||||||||||||||||
| 22100 | 7290 0037SX | 22100 | Tulsa | S.H. 11 EB | HARVARD ST. & R.R. UNDER | 7290 0037SX | 13 PCBM SPANS | 1988 | 36.19902778 | -95.94391389 | 1103.018 | 70.866 | — | 13 | 52 | 4 | 67.913 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 12850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22193 BRKEY
22100 NBI No.
22100 On Under
1 Structure No.
7290 0037SX Control No.
090 Lane Ind.
S Milepoint
00370 Facility Carried
S.H. 11 EB Feature Intersected
HARVARD ST. & R.R. UNDER Division
08 County
143 Location
0.3 MI E US 75 Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
67.913 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1988 ADT Total
12850 ADT Year
2022 Design Load
HS 20 Skew
52 No. Main Spans
13 Road Width
67.913 Ref. Underclearance Rt.
H Underclearance Right
6.299 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1103.018 Deck Width
70.866 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78.6 HS Inv. Rating Method
1 HS Inv. Method
30.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1606 Min Measured Clearance
1605 NBI Rating
22100 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
13 PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7290 0037SX H Index
98.7912 Latitude
36:11:56.5 Longitude
-95:56:38.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 11 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22100 Vault Link
http://plansrv1/bridgemaintvault/b22100 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.19902778 Longitude DD
-95.94391389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22193 x
-10680427.6389485 y
4328041.95920647 |
|||||||||||||||||||||||||||||||||||||
| 22088 | 7281 1108 X | 22088 | Tulsa | E. 96 ST. N | U.S. 169 UNDER | 7281 1108 X | 50ft. -2-156ft. -50ft. CON | 1987 | 36.29277778 | -95.83361111 | 416.01 | 59 | — | 2 | 51 | 4 | 56.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22174 BRKEY
22088 NBI No.
22088 On Under
1 Structure No.
7281 1108 X Control No.
Lane Ind.
Milepoint
Facility Carried
E. 96 ST. N Feature Intersected
U.S. 169 UNDER Division
08 County
143 Location
11.0 MI N OF I-44 Sufficiency
98.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
56.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1987 ADT Total
600 ADT Year
2022 Design Load
HS 20 Skew
51 No. Main Spans
2 Road Width
56.001 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
30 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
56.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
416.01 Deck Width
59 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.6 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1702 Min Measured Clearance
1701 NBI Rating
22088 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. -2-156ft. -50ft. CON Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 1108 X H Index
95.369 Latitude
36:17:34 Longitude
-95:50:01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
E 96 ST N Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22088 Vault Link
http://plansrv1/bridgemaintvault/b22088 GIS FO/SD
Meets Standards H Inv. Method
22.2 Latitude DD
36.29277778 Longitude DD
-95.83361111 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
22174 x
-10668148.7896458 y
4340982.28700227 |
|||||||||||||||||||||||||||||||||||||
| 22087 | 7702 0338 NX | 22087 | Woodward | U.S. 183 | BENT CREEK | 7702 0338 X | 2-40ft.,5-50ft.,40ft. PC Bm. Spans | 1988 | 36.189881 | -99.010975 | 371.063 | 45.932 | — | 8 | 0 | 2 | 43.963 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.3 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22173 BRKEY
22087 NBI No.
22087 On Under
1 Structure No.
7702 0338 NX Control No.
002 Lane Ind.
Milepoint
03380 Facility Carried
U.S. 183 Feature Intersected
BENT CREEK Division
06 County
153 Location
3.2 MI NW MAJOR C/L Sufficiency
87.3 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1988 ADT Total
4200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
371.063 Deck Width
45.932 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.7 HS Inv. Rating Method
1 HS Inv. Method
40.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
22087 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-40ft.,5-50ft.,40ft. PC Bm. Spans Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7702 0338 X H Index
94.5306 Latitude
36:11:23.57 Longitude
-99:00:39.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22087 Vault Link
http://plansrv1/bridgemaintvault/b22087 GIS FO/SD
Meets Standards H Inv. Method
28.2 Latitude DD
36.189881 Longitude DD
-99.010975 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22173 x
-11021851.3199455 y
4326780.25803045 |
|||||||||||||||||||||||||||||||||||||
| 22084 | 7281 1136 X | 22084 | Tulsa | N 129 E AVE. | U.S. 169 UNDER | 7281 1136 X | 32ft.-2-138ft.-32ft.CON,GR | 1987 | 36.29527778 | -95.83027778 | 342.848 | 38.999 | — | 2 | 40 | 2 | 36.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | C | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22170 BRKEY
22084 NBI No.
22084 On Under
1 Structure No.
7281 1136 X Control No.
Lane Ind.
Milepoint
Facility Carried
N 129 E AVE. Feature Intersected
U.S. 169 UNDER Division
08 County
143 Location
11.3 MI N OF I-44 Sufficiency
99.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1987 ADT Total
600 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
2 Road Width
36.001 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
25 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
342.848 Deck Width
38.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.1 HS Inv. Rating Method
1 HS Inv. Method
39.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1706 Max Measured Clearance
1800 Min Measured Clearance
1710 NBI Rating
22084 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-2-138ft.-32ft.CON,GR Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 1136 X H Index
95.4135 Latitude
36:17:43 Longitude
-95:49:49 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
N 129 E AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22084 Vault Link
http://plansrv1/bridgemaintvault/b22084 GIS FO/SD
Meets Standards H Inv. Method
21.7 Latitude DD
36.29527778 Longitude DD
-95.83027778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
22170 x
-10667777.7250476 y
4341327.57507254 |
|||||||||||||||||||||||||||||||||||||
| 21989 | 7281 1234WX | 21989 | Tulsa | U.S. 169 SB | E 106 ST N UNDER | 7281 1234WX | 100ft. PREST CONC BM SPAN | 1988 | 36.30741944 | -95.82181944 | 100.066 | 42.999 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 9950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22163 BRKEY
21989 NBI No.
21989 On Under
1 Structure No.
7281 1234WX Control No.
081 Lane Ind.
W Milepoint
12340 Facility Carried
U.S. 169 SB Feature Intersected
E 106 ST N UNDER Division
08 County
143 Location
12.3 MI N OF I-44 Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1988 ADT Total
9950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
16.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90.3 HS Inv. Rating Method
1 HS Inv. Method
40.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1700 Min Measured Clearance
1608 NBI Rating
21989 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 1234WX H Index
96.2837 Latitude
36:18:26.71 Longitude
-95:49:18.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21989 Vault Link
http://plansrv1/bridgemaintvault/b21989 GIS FO/SD
Meets Standards H Inv. Method
27.4 Latitude DD
36.30741944 Longitude DD
-95.82181944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22163 x
-10666836.1469458 y
4343004.68060888 |
|||||||||||||||||||||||||||||||||||||
| 22082 | 1406 0335 X | 22082 | Cleveland | FAU 9140 (ROBINSON | I-35 UNDER | 1406 0335 X | 2-149ft.-3ft. CONT PLATE | 1988 | 35.23278889 | -97.48600556 | 297.9 | 100.066 | — | 2 | 0 | 7 | 87.927 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22150 BRKEY
22082 NBI No.
22082 On Under
1 Structure No.
1406 0335 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9140 (ROBINSON Feature Intersected
I-35 UNDER Division
03 County
027 Location
3.3 MI N MC CLAIN C/L Sufficiency
96 Kind Hwy
5 Level Service
1 Route No.
09140 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
87.927 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1988 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
87.927 Ref. Underclearance Rt.
H Underclearance Right
18.045 Underclearance Left
13.78 Deck Structure Type
1 No. Lanes
7 Fill RCB
Appr. Roadway Width
83.99 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
297.9 Deck Width
100.066 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1706 Min Measured Clearance
1604 NBI Rating
22082 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
5.906 Rt. Curb SW
5.906 Description
2-149ft.-3ft. CONT PLATE Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1406 0335 X H Index
85.3562 Latitude
35:13:58.04 Longitude
-97:29:09.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
FAU 9140 (ROBINSON Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22082 Vault Link
http://plansrv1/bridgemaintvault/b22082 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.23278889 Longitude DD
-97.48600556 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
22150 x
-10852092.4984094 y
4195561.39649363 |
|||||||||||||||||||||||||||||||||||||
| 21988 | 7281 1234EX | 21988 | Tulsa | U.S. 169 NB | E 106TH ST N UNDER | 7281 1234EX | 100ft. PREST CONC BM SPAN | 1988 | 36.30741944 | -95.82135556 | 100.066 | 42.999 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 17300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22144 BRKEY
21988 NBI No.
21988 On Under
1 Structure No.
7281 1234EX Control No.
081 Lane Ind.
E Milepoint
12340 Facility Carried
U.S. 169 NB Feature Intersected
E 106TH ST N UNDER Division
08 County
143 Location
12.3 MI N OF I-44 Sufficiency
96.8 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1988 ADT Total
17300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90.3 HS Inv. Rating Method
1 HS Inv. Method
40.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27680 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1800 Min Measured Clearance
1608 NBI Rating
21988 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 1234EX H Index
96.2837 Latitude
36:18:26.71 Longitude
-95:49:16.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21988 Vault Link
http://plansrv1/bridgemaintvault/b21988 GIS FO/SD
Meets Standards H Inv. Method
27.4 Latitude DD
36.30741944 Longitude DD
-95.82135556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22144 x
-10666784.5080604 y
4343004.68060888 |
|||||||||||||||||||||||||||||||||||||
| 21987 | 0422 0713 X | 21987 | Beaver | U.S. 270 | CREEK | 0422 0713 X | 100ft. PREST CONC BM SPAN | 1988 | 36.61613611 | -100.39522222 | 100.066 | 57.799 | — | 1 | 0 | 4 | 56.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22143 BRKEY
21987 NBI No.
21987 On Under
1 Structure No.
0422 0713 X Control No.
022 Lane Ind.
Milepoint
07130 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
06 County
007 Location
7.2 MI.E. JCT. SH23 Sufficiency
85.9 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1988 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
56.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
57.799 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
95.8 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21987 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0422 0713 X H Index
98.0421 Latitude
36:36:58.09 Longitude
-100:23:42.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21987 Vault Link
http://plansrv1/bridgemaintvault/b21987 GIS FO/SD
Meets Standards H Inv. Method
29.3 Latitude DD
36.61613611 Longitude DD
-100.39522222 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22143 x
-11175945.0156079 y
4385735.32448224 |
|||||||||||||||||||||||||||||||||||||
| 21986 | 2010 0531 X | 21986 | Custer | U.S. 183 | DRY CREEK | 2010 0531 X | 100ft. P/S CONC. BEAM SPAN | 1988 | 35.59088056 | -98.960075 | 100.066 | 43.002 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22142 BRKEY
21986 NBI No.
21986 On Under
1 Structure No.
2010 0531 X Control No.
010 Lane Ind.
Milepoint
05310 Facility Carried
U.S. 183 Feature Intersected
DRY CREEK Division
05 County
039 Location
5.3 MI N JCT I-40 BUS. Sufficiency
89.7 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1988 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
43.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
114 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21986 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P/S CONC. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2010 0531 X H Index
96.1159 Latitude
35:35:27.17 Longitude
-98:57:36.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
21986 Vault Link
http://plansrv1/bridgemaintvault/b21986 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.59088056 Longitude DD
-98.960075 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22142 x
-11016185.1578642 y
4244472.21297379 |
|||||||||||||||||||||||||||||||||||||
| 21985 | 6103 0358 X | 21985 | Pittsburg | U.S. 69 | WADE WATTS AVE UNDER | 6103 0358 X | 109ft. PC BEAM | 1988 | 34.92193056 | -95.74360556 | 110 | 72.5 | — | 1 | 0 | 4 | 69.5 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 26400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22141 BRKEY
21985 NBI No.
21985 On Under
1 Structure No.
6103 0358 X Control No.
003 Lane Ind.
Milepoint
03580 Facility Carried
U.S. 69 Feature Intersected
WADE WATTS AVE UNDER Division
02 County
121 Location
3.58 N JCT US 69B Sufficiency
83 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
69.5 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1988 ADT Total
26400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
69.5 Ref. Underclearance Rt.
H Underclearance Right
8 Underclearance Left
8 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
70 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
110 Deck Width
72.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.4 HS Inv. Rating Method
3 HS Inv. Method
36.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
42240 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1708 Min Measured Clearance
1604 NBI Rating
21985 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.7 Rt. Curb SW
1.6 Description
109ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6103 0358 X H Index
95.3307 Latitude
34:55:18.95 Longitude
-95:44:36.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
015 NBI Text
21985 Vault Link
http://plansrv1/bridgemaintvault/b21985 GIS FO/SD
Meets Standards H Inv. Method
36.8 Latitude DD
34.92193056 Longitude DD
-95.74360556 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22141 x
-10658129.4176512 y
4153276.87359088 |
|||||||||||||||||||||||||||||||||||||
| 21984 | 7283 0535WX | 21984 | Tulsa | U.S. 169 SB | UNION PACIFIC R.R. UNDER | 7283 0535WX | 101ft. PRESTRESSED CON | 1988 | 36.08706667 | -95.85880278 | 101.05 | 82.999 | — | 1 | 0 | 4 | 80 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 61600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22140 BRKEY
21984 NBI No.
21984 On Under
1 Structure No.
7283 0535WX Control No.
083 Lane Ind.
W Milepoint
05350 Facility Carried
U.S. 169 SB Feature Intersected
UNION PACIFIC R.R. UNDER Division
08 County
143 Location
1.7 MI N OF S 71 ST Sufficiency
98.4 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
2 Vertical Clearance
Y Horizontal Clearance
80 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1988 ADT Total
61600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
80 Ref. Underclearance Rt.
R Underclearance Right
16.499 Underclearance Left
16.499 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
73.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
101.05 Deck Width
82.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
103.1 HS Inv. Rating Method
1 HS Inv. Method
43.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
98560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2202 Max Measured Clearance
2203 Min Measured Clearance
2203 NBI Rating
21984 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
101ft. PRESTRESSED CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7283 0535WX H Index
98.1266 Latitude
36:05:13.44 Longitude
-95:51:31.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21984 Vault Link
http://plansrv1/bridgemaintvault/b21984 GIS FO/SD
Meets Standards H Inv. Method
29.7 Latitude DD
36.08706667 Longitude DD
-95.85880278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22140 x
-10670953.1135224 y
4312608.23447063 |
|||||||||||||||||||||||||||||||||||||
| 21887 | 6420 1048 X | 21887 | Pushmataha | S.H. 144 (IRR) | CREEK | 6420 1048 X | (12ft. - 14ft. - 12ft.) X 7ft. X 50ft. LONG RCB | 1988 | 34.50561389 | -95.122325 | 42.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 270 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22138 BRKEY
21887 NBI No.
21887 On Under
1 Structure No.
6420 1048 X Control No.
020 Lane Ind.
Milepoint
10480 Facility Carried
S.H. 144 (IRR) Feature Intersected
CREEK Division
02 County
127 Location
10.48 E JCT US-271 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
270 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
432 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21887 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 7ft. X 50ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 1048 X H Index
95.5668 Latitude
34:30:20.21 Longitude
-95:07:20.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 144 (IRR) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
093 NBI Text
21887 Vault Link
http://plansrv1/bridgemaintvault/b21887 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.50561389 Longitude DD
-95.122325 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22138 x
-10588968.7820723 y
4096897.36657307 |
|||||||||||||||||||||||||||||||||||||
| 21886 | 6420 0767 X | 21886 | Pushmataha | S.H. 144 (IRR) | CREEK | 6420 0767 X | (12ft. - 14ft. - 12ft.) X 5ft. X 50ft. LONG RCB | 1988 | 34.48925 | -95.16298611 | 42.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 270 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22137 BRKEY
21886 NBI No.
21886 On Under
1 Structure No.
6420 0767 X Control No.
020 Lane Ind.
Milepoint
07670 Facility Carried
S.H. 144 (IRR) Feature Intersected
CREEK Division
02 County
127 Location
7.67 E JCT US-271 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
270 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
432 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21886 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 5ft. X 50ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 0767 X H Index
98.9001 Latitude
34:29:21.3 Longitude
-95:09:46.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 144 (IRR) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
091 NBI Text
21886 Vault Link
http://plansrv1/bridgemaintvault/b21886 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.48925 Longitude DD
-95.16298611 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22137 x
-10593495.1561326 y
4094687.06937754 |
|||||||||||||||||||||||||||||||||||||
| 21885 | 6423 0382 X | 21885 | Pushmataha | S.H. 43 | SATTERFIELD CREEK | 6423 0382 X | (4) 10ft. X 7ft. X 39.5ft. LONG RCB | 1988 | 34.57769167 | -95.60893889 | 45 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.5 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22136 BRKEY
21885 NBI No.
21885 On Under
1 Structure No.
6423 0382 X Control No.
023 Lane Ind.
Milepoint
03820 Facility Carried
S.H. 43 Feature Intersected
SATTERFIELD CREEK Division
02 County
127 Location
3.82 E ATOKA C/L Sufficiency
91.5 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2042 Bypass Detour
89.99977 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21885 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(4) 10ft. X 7ft. X 39.5ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6423 0382 X H Index
100 Latitude
34:34:39.69 Longitude
-95:36:32.18 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
107 NBI Text
21885 Vault Link
http://plansrv1/bridgemaintvault/b21885 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.57769167 Longitude DD
-95.60893889 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22136 x
-10643138.39252 y
4106638.19991049 |
|||||||||||||||||||||||||||||||||||||
| 21884 | 6423 0364 X | 21884 | Pushmataha | S.H. 43 | CREEK | 6423 0364 X | (4) 10ft. X 2.5ft. X 42ft. LONG RCB | 1988 | 34.57621944 | -95.61159722 | 45 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22135 BRKEY
21884 NBI No.
21884 On Under
1 Structure No.
6423 0364 X Control No.
023 Lane Ind.
Milepoint
03640 Facility Carried
S.H. 43 Feature Intersected
CREEK Division
02 County
127 Location
3.64 E ATOKA C/L Sufficiency
91.5 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.499 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2042 Bypass Detour
89.99977 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21884 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(4) 10ft. X 2.5ft. X 42ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6423 0364 X H Index
100 Latitude
34:34:34.39 Longitude
-95:36:41.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
106 NBI Text
21884 Vault Link
http://plansrv1/bridgemaintvault/b21884 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.57621944 Longitude DD
-95.61159722 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22135 x
-10643434.316462 y
4106439.15336887 |
|||||||||||||||||||||||||||||||||||||
| 21883 | 6132 0228 X | 21883 | Pittsburg | S.H. 43 | ROCK CREEK | 6132 0228 X | (4) 10ft. X 4ft. X 50ft. RCB | 1988 | 34.61218333 | -95.54082222 | 42.5 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22134 BRKEY
21883 NBI No.
21883 On Under
1 Structure No.
6132 0228 X Control No.
032 Lane Ind.
Milepoint
02280 Facility Carried
S.H. 43 Feature Intersected
ROCK CREEK Division
02 County
121 Location
2.28 NE PUSHMATAHA C/L Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1988 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
42.5 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21883 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(4) 10ft. X 4ft. X 50ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6132 0228 X H Index
99.665 Latitude
34:36:43.86 Longitude
-95:32:26.96 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
103 NBI Text
21883 Vault Link
http://plansrv1/bridgemaintvault/b21883 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.61218333 Longitude DD
-95.54082222 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22134 x
-10635555.6795011 y
4111302.5061905 |